Spontaneous Liquefaction of Saturated Granular Systems Mechanical, Hydromechanical, and Energetic Stability Limits
Abstract
This work is versioned. The concept DOI 10.5281/zenodo.18207190 always resolves to the latest version. This preprint presents a theoretical framework for spontaneous liquefaction of saturated granular systems under static boundary conditions. The manuscript focuses on the physical admissibility of liquefaction, the hydromechanical termination of the liquified state, and the energetic classification of collapse. The work is intended as a theoretical reference. Triggered liquefaction, spatial propagation, and event-specific analyses are nor addressed here and are treated separately.
Fields of Study & Subjects
Geotechnical Engineering and Soil Mechanics
Rock Mechanics and Modeling
Geotechnical Engineering and Underground Structures
Publication details
- Journal / source
- Zenodo (CERN European Organization for Nuclear Research)
- Publication date
- 4 January 2026
- Language
- EN
- Document type
- Preprint